4.7 Article

Impact behavior and microstructure of cement mortar incorporating waste carpet fibers after exposure to high temperatures

Journal

JOURNAL OF CLEANER PRODUCTION
Volume 187, Issue -, Pages 222-236

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2018.03.183

Keywords

Fibers cement mortar; Waste carpet fibers; High temperatures; Impact behavior; Microstructure

Ask authors/readers for more resources

Adding waste carpet fibers to cement mortar as a cleaner production can improve the property of mortar. This study investigated the influence of different parts of industrial carpet waste on impact behavior and microstructure of mortar at elevated temperatures. Mortar containing normal polypropylene fibers, face fibers, backing fibers and hybrid fibers (face fibers and backing fibers) respectively as well as ordinary mortar were prepared and exposed to 20, 300 and 500 degrees C. The dynamic splitting tensile strength of these specimens was then measured at air pressures of 0.15, 0.2 and 0.25 MPa. In order to obtain the pore distribution and microstructure image, mercury intrusion porosimetry (MIP) and scanning electronic microscopy (SEM) were used. Finally, the fractal analysis was employed to further evaluate the impact of waste carpet fibers on microstructure of mortar. Results of this paper indicated that the incorporation of carpet face fibers is more feasible to improve impact behavior of mortar at elevated temperatures compared with adding ordinary polypropylene fibers. Moreover, the higher impact air pressure, or the higher temperatures, the more significantly reinforcing effects of face fibers is. Backing fibers and hybrid fibers have a negative role on the impact resistance whether heating or not. Pore distribution and microstructure of mortar incorporating face carpet fibers are better than other mortar, which is in agreement with the change of residual strength. Therefore, the addition of carpet face fibers to mortar does not only reduce environment pollution but also enhance the impact behavior of mortar after exposure to high temperatures. (C) 2018 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Construction & Building Technology

Experimental study on the pore structure variation of self-compacting rubberised concrete under fatigue load

Jiayi Yuan, Xudong Chen, Nan Shen, Xiangqian Fan, Jun Lu

Summary: The correlation analysis in this paper revealed that fatigue load significantly affects the pore structure of self-compacting rubberised concrete, leading to deterioration as damage develops. Parameters of pore structure can serve as indices for predicting fatigue life.

ROAD MATERIALS AND PAVEMENT DESIGN (2021)

Article Engineering, Geological

Discrete element analysis of dry granular flow impact on slit dams

Sixia Gong, Tao Zhao, Jidong Zhao, Feng Dai, Gordon G. D. Zhou

Summary: Slit dams are open-check barrier structures widely used in mountainous regions to resist the destructive impacts of granular flows. A numerical study using DEM showed that by adjusting relative post spacing and particle clump aspect ratio, the design of slit dams can be optimized to increase trapping efficiency.

LANDSLIDES (2021)

Article Engineering, Geological

Dynamic Compression-Shear Response and Failure Criterion of Rocks with Hydrostatic Confining Pressure: An Experimental Investigation

Hongbo Du, Feng Dai, Mingdong Wei, Ang Li, Zelin Yan

Summary: The study finds that static confining pressure and dynamic loading rate enhance the load-carrying capacity of rocks, but the shear component limits the dynamic peak stress. With an increase in static confining pressure, the failure surface expands outward, while the compressive deformation modulus of rocks decreases with increasing shear component. The fragmentation behavior of rocks is restricted by static confining pressure and the shear component of dynamic loading, leading to a change in failure pattern as specimen inclination angle and static confining pressure increase.

ROCK MECHANICS AND ROCK ENGINEERING (2021)

Article Engineering, Multidisciplinary

Fast Marching Method for Microseismic Source Location in Cavern-Containing Rockmass: Performance Analysis and Engineering Application

Ruochen Jiang, Feng Dai, Yi Liu, Ang Li

Summary: This study developed a microseismic (MS) location method using the fast marching method (FMM) and a second-order difference approach, which was validated through numerical experiments and successfully applied to locate blasting activities and MS events. The method significantly reduced location errors, providing a more accurate rock fracture location.

ENGINEERING (2021)

Article Engineering, Multidisciplinary

A novel method for automatic identification of rock fracture signals in microseismic monitoring

Ruochen Jiang, Feng Dai, Yi Liu, Ang Li

Summary: A new discriminant method is developed to automatically recognize Microseismic (MS) and blasting signals based on their time-frequency spectrum characteristics, providing more reliable data for MS monitoring analysis and reducing the impact of operators' subjectivity.

MEASUREMENT (2021)

Article Geosciences, Multidisciplinary

Influence of particle size on the buffering efficiency of soil cushion layer against rockfall impact

Weigang Shen, Tao Zhao, Feng Dai

Summary: This study investigates the influence of particle size on the buffering efficiency of a soil cushion layer through experimental and numerical tests. It is found that particle size can significantly affect the impact force, especially in high-velocity impacts. These findings offer insights for designing effective soil cushion layers for protection structures.

NATURAL HAZARDS (2021)

Article Instruments & Instrumentation

An asymmetric semi-circular bend method for investigating fracture behavior of brittle rocks under dynamic mixed mode I/II loading

Youzhen Li, Feng Dai, Wei You, Yi Liu

Summary: Understanding the fracture behavior of brittle rocks under dynamic mixed mode I/II loading is important for rock engineering structures. This study introduces a novel experimental method to investigate this fracture behavior, showing significant loading rate dependence of dynamic fracture toughness. The results demonstrate the feasibility and reliability of the method, revealing deviations in fracture path under mixed mode loading compared to pure mode loading.

REVIEW OF SCIENTIFIC INSTRUMENTS (2021)

Article Engineering, Geological

Seismic Performance Assessment of Velocity Pulse-Like Ground Motions Under Near-Field Earthquakes

Quanbo Luo, Feng Dai, Yi Liu, Mengtan Gao, Zongchao Li, Ruochen Jiang

Summary: This study focuses on the potential impact of large velocity pulses during earthquakes on buildings, extracting pulse parameters from the 1999 and 2018 earthquakes and evaluating their seismic response on structures. The results show that velocity pulses can cause severe damage to structures, and exceeding seismic design values in long-period spectral values can exacerbate the vulnerability of high-rise buildings to earthquakes.

ROCK MECHANICS AND ROCK ENGINEERING (2021)

Article Energy & Fuels

Experimental Investigation of the Dynamic Tensile Properties of Naturally Saturated Rocks Using the Coupled Static-Dynamic Flattened Brazilian Disc Method

Xinying Liu, Feng Dai, Yi Liu, Pengda Pei, Zelin Yan

Summary: Research indicates that the dynamic tensile strength of naturally saturated specimens increases with loading rate, but decreases with pre-tension. Additionally, the dynamic strength of naturally saturated sandstone is lower than that of natural sandstone, with similar fracture behavior. Water effects on mechanical properties, water wedging effect, and Stefan effect explain the dynamic tensile behavior of rocks with static preload.

ENERGIES (2021)

Article Mechanics

New insights into the fracture mechanism of flattened Brazilian disc specimen using digital image correlation

Zelin Yan, Feng Dai, Yi Liu, Mingdong Wei, Wei You

Summary: This study investigates the progressive failure process of flattened Brazilian disc (FBD) specimen using digital image correlation technique and proposes a modified calculation method to determine mode-I fracture toughness KIC. Additionally, the cracking nature of secondary cracks and the second rise of loading force induced by compressionshear failure near the flattened ends of the FBD specimen are identified. These findings contribute to a better understanding of the progressive fracture mechanism of FBD specimens and enhance the accuracy of KIC calibration by FBD testing method.

ENGINEERING FRACTURE MECHANICS (2021)

Article Engineering, Geological

Dynamic Cracking Behaviors and Energy Evolution of Multi-flawed Rocks Under Static Pre-compression

Zelin Yan, Feng Dai, Jianbo Zhu, Yuan Xu

Summary: This study systematically investigated the influences of pre-stress ratio, flaw inclination angle, and strain rate on the dynamic progressive cracking mechanism and energy evolution of multi-flawed rocks. The experimental results show that the dynamic/total strength generally increases with increasing strain rate, decreases with increasing flaw inclination angle, and exhibits complex changes with increasing pre-stress ratio.

ROCK MECHANICS AND ROCK ENGINEERING (2021)

Article Engineering, Mechanical

Crack propagation process and acoustic emission characteristics of rock-like specimens with double parallel flaws under uniaxial compression

Zhiheng Wang, Yong Li, Weibing Cai, Weishen Zhu, Weiqiu Kong, Feng Dai, Chen Wang, Kai Wang

Summary: This study investigated the initiation mechanism of microcracks in fractured rock mass from the perspective of micromechanics, establishing macro-micro criteria to determine and distinguish the properties and types of cracks. It was found that the stress state of rock particles determines the type and propagation direction of cracks, allowing for an effective analysis of the initiation mechanism of different types of cracks and their propagation trends.

THEORETICAL AND APPLIED FRACTURE MECHANICS (2021)

Article Engineering, Mechanical

Laboratory-scale mixed-mode I/II fracture tests on columnar saline ice

Mingdong Wei, Feng Dai

Summary: Laboratory-scale experiments were conducted on mixed-mode I/II fracture of non-oriented columnar saline ice, showing that temperature and loading conditions significantly influence the fracture behavior of ice. The results demonstrated that T-stress plays a crucial role in mixed-mode fracture of ice, with both trans- and inter-granular crack growth observed under different testing conditions.

THEORETICAL AND APPLIED FRACTURE MECHANICS (2021)

Article Construction & Building Technology

Dynamic stability evaluation of underground cavern sidewalls against flexural toppling considering excavation-induced damage

Ang Li, Feng Dai, Yi Liu, Hongbo Du, Ruochen Jiang

Summary: A novel dynamic method is proposed for evaluating the stability of high sidewalls subjected to flexural-toppling by integrating derived criterion, continuum modelling and microseismic data. The study defines a geo-mechanical model for analyzing toppling rock strata on high sidewalls and deduces potential energies equations using the Rayleigh-Ritz method. A quantitative stability evaluation methodology is presented considering progressive failure and the influence of fractures along bedding planes.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2021)

Article Mining & Mineral Processing

Investigation of the influence of intermediate principal stress on the dynamic responses of rocks subjected to true triaxial stress state

Wei You, Feng Dai, Yi Liu, Hongbo Du, Ruochen Jiang

Summary: This study introduces a numerical servo triaxial Hopkinson bar (NSTHB) to investigate the dynamic responses of rocks under a true triaxial stress state. The results indicate that the increase in intermediate principal stress leads to an increase in dynamic strength and elastic modulus of rocks, while the dynamic elastic modulus remains independent of the dynamic strain rate. Additionally, the study shows that the intermediate principal stress significantly affects the dynamic failure modes of rocks.

INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY (2021)

Article Green & Sustainable Science & Technology

Relative evaluation of probabilistic methods for spatio-temporal wind forecasting

Lars odegaard Bentsen, Narada Dilp Warakagoda, Roy Stenbro, Paal Engelstad

Summary: This study investigates uncertainty modeling in wind power forecasting using different parametric and non-parametric methods. Johnson's SU distribution is found to outperform Gaussian distributions in predicting wind power. This research contributes to the literature by introducing Johnson's SU distribution as a candidate for probabilistic wind forecasting.

JOURNAL OF CLEANER PRODUCTION (2024)

Article Green & Sustainable Science & Technology

Comparison of ethane recovery processes for lean gas based on a coupled model

Xing Liu, Qiuchen Wang, Yunhao Wen, Long Li, Xinfang Zhang, Yi Wang

Summary: This study analyzes the characteristics of process parameters in three lean gas ethane recovery processes and establishes a prediction and multiobjective optimization model for ethane recovery and system energy consumption. A new method for comparing ethane recovery processes for lean gas is proposed, and the addition of extra coolers improves the ethane recovery. The support vector regression model based on grey wolf optimization demonstrates the highest prediction accuracy, and the multiobjective multiverse optimization algorithm shows the best optimization performance and diversity in the solutions.

JOURNAL OF CLEANER PRODUCTION (2024)

Article Green & Sustainable Science & Technology

A novel deep-learning framework for short-term prediction of cooling load in public buildings

Cairong Song, Haidong Yang, Xian-Bing Meng, Pan Yang, Jianyang Cai, Hao Bao, Kangkang Xu

Summary: The paper proposes a novel deep learning-based prediction framework, aTCN-LSTM, for accurate cooling load predictions. The framework utilizes a gate-controlled multi-head temporal convolutional network and a sparse probabilistic self-attention mechanism with a bidirectional long short-term memory network to capture both temporal and long-term dependencies in the cooling load sequences. Experimental results demonstrate the effectiveness and superiority of the proposed method, which can serve as an effective guide for HVAC chiller scheduling and demand management initiatives.

JOURNAL OF CLEANER PRODUCTION (2024)

Article Green & Sustainable Science & Technology

The impact of social interaction and information acquisition on the adoption of soil and water conservation technology by farmers: Evidence from the Loess Plateau, China

Zhe Chen, Xiaojing Li, Xianli Xia, Jizhou Zhang

Summary: This study uses survey data from the Loess Plateau in China to evaluate the impact of social interaction on the adoption of soil and water conservation (SWC) technology by farmers. The study finds that social interaction increases the likelihood of farmers adopting SWC, and internet use moderates this effect. The positive impact of social interaction on SWC adoption is more pronounced for farmers in larger villages and those who join cooperative societies.

JOURNAL OF CLEANER PRODUCTION (2024)

Article Green & Sustainable Science & Technology

Study on synergistic heat transfer enhancement and adaptive control behavior of baffle under sudden change of inlet velocity in a micro combustor

Chenghua Zhang, Yunfei Yan, Kaiming Shen, Zongguo Xue, Jingxiang You, Yonghong Wu, Ziqiang He

Summary: This paper reports a novel method that significantly improves combustion performance, including heat transfer enhancement under steady-state conditions and adaptive stable flame regulation under velocity sudden increase.

JOURNAL OF CLEANER PRODUCTION (2024)